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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.5 LAccepted-Finance 0 AJAY KUMAR 85 HASTAM HASTAM BANDA UTTAR PRADESH 210001 HASTAM BANDA UTTAR PRADESH 210001 UDYAM UP 13 0007628 | BANDA | UTTAR PRADESH | 210001 | L1 | Accepted-Finance Agreement With L1 | |
| 2 | L2₹21.2 L+₹70,467.51 (3.43%)Rejected-Finance | L2 | Rejected-Finance Agreement With L1 | |
| 3 | L3₹21.9 L+₹1.4 L (6.88%)Rejected-Finance | L3 | Rejected-Finance Agreement With L1 | |
| 4 | L4₹22.5 L+₹2.0 L (9.77%)Rejected-Finance | L4 | Rejected-Finance Agreement With L1 | |
| 5 | L5₹22.6 L+₹2.1 L (10.2%)Rejected-Finance A 51 SHALIMAR GARDEN EX 2 SAHIBABAD DISTRICT GHAZIABAD UTTAR PRADESH | SAHIBABAD | GHAZIABAD | UTTAR PRADESH | L5 | Rejected-Finance Agreement With L1 |
| Sl No | Description | Qty | Unit | ARTIST BRO L5 | MITTAL BROTHERS L3 | NARESH KUMAR L7 | M/S Harish Kumar Contractor L6 | M/s Ajay Kumar Contractor L1 | VK CONSTRUCTION L9 | M/S SHREE JEE CONSTRUCTIONS L2 | Akash Contractor L8 | M/S KUNJ BEHARI LAL CONTRACTOR L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling brick work or stone work and cement concrete in cement mortar and including stacking of material as per direction of Engineer-in-charge | 7 | M3 | 500 ₹3,498 | 500 ₹3,498 | 300 ₹2,098.8 | 439 ₹3,071.28 | 450 ₹3,148.2 | 516 ₹3,609.94 | 100 ₹699.6 Lowest | 492 ₹3,442.03 | 431.49 ₹3,018.73 |
| 2.00 | Earth work in foundation in dry ordinary soil i/c all lift & lead and i/c back filling ,watering & ramming of exavated earth in to tranch or in to the space between the structure & the side of foundation tranches or in to the plinth with removal & disposal or surplus earth as dircted by Engg.-in-Charge. | 174.18 | M3 | 70 ₹12,192.74 | 100 ₹17,418.2 | 30 ₹5,225.46 | 84.75 ₹14,761.92 | 9 ₹1,567.64 Lowest | 99 ₹17,244.02 | 20 ₹3,483.64 | 96 ₹16,721.47 | 83.3 ₹14,509.36 |
| 3.00 | Providing and laying C.C. (A-20 M15) (1:2:4) including all cost of materials, labour and T&P etc complete. | 26.33 | M3 | 5,500 ₹1,44,815 | 5,300 ₹1,39,549 | 6,100 ₹1,60,613 | 5,276.53 ₹1,38,931.17 | 4,500 ₹1,18,485 Lowest | 6,200 ₹1,63,246 | 4,500 ₹1,18,485 Lowest | 5,976 ₹1,57,348.08 | 5,263.41 ₹1,38,585.6 |
| 4.00 | Providing and laying C.C. (A-20 M20) (1:1.5:3) including all cost of materials, labour and T&P etc complete. | 39.58 | M3 | 6,500 ₹2,57,263.5 | 6,500 ₹2,57,263.5 | 7,300 ₹2,88,926.7 | 6,295.23 ₹2,49,158.91 | 6,300 ₹2,49,347.7 | 7,400 ₹2,92,884.6 | 6,500 ₹2,57,263.5 | 7,120 ₹2,81,802.48 | 6,265.22 ₹2,47,971.06 Lowest |
| 5.00 | Providing and laying R.C.C. (A-20 M25) (1:1:2) including all cost of materials, labour and T&P etc complete. | 93.94 | M3 | 7,000 ₹6,57,559 Lowest | 7,300 ₹6,85,740.1 | 8,150 ₹7,65,586.55 | 7,098.66 ₹6,66,826.82 | 7,200 ₹6,76,346.4 | 8,400 ₹7,89,070.8 | 7,800 ₹7,32,708.6 | 8,020 ₹7,53,374.74 | 7,054.33 ₹6,62,662.33 |
| 6.00 | Providing and laying C.C. (A-20 M25) (1:1:2) including all cost of materials, labour and T&P etc complete. | 3.04 | M3 | 7,000 ₹21,287 | 7,300 ₹22,199.3 | 7,200 ₹21,895.2 | 6,552.02 ₹19,924.7 | 7,200 ₹21,895.2 | 7,790 ₹23,689.39 | 7,500 ₹22,807.5 | 7,498 ₹22,801.42 | 6,517.04 ₹19,818.33 Lowest |
| 7.00 | Shuttering for R.C.C. work - For Bridge Slabs up to 3M span. | 50.52 | M2 | 650 ₹32,837.35 | 600 ₹30,311.4 | 450 ₹22,733.55 | 728.85 ₹36,820.77 | 180 ₹9,093.42 Lowest | 855 ₹43,193.74 | 500 ₹25,259.5 | 815 ₹41,172.99 | 716.38 ₹36,190.8 |
| 8.00 | Shuttering for R.C.C. work - T-beam bridge, syphon,aqueduct & box culvert above 3M span | 270.71 | M2 | 650 ₹1,75,960.2 | 600 ₹1,62,424.8 | 780 ₹2,11,152.24 | 974.62 ₹2,63,838.78 | 180 ₹48,727.44 Lowest | 1,150 ₹3,11,314.2 | 600 ₹1,62,424.8 | 1,095 ₹2,96,425.26 | 957.95 ₹2,59,324.73 |
| 9.00 | Supplying and laying TMT Steel bar (Of SAIL/TATA TISCON MAKE.) reinforcement (Fe-550D) including removal of rust, cutting, bending, binding, placement with proper overlapping, providing chairs etc. required.The item includes cost of all material, labour charges, providing & binding with 24 BWG binding wire, T&P, taxes etc. required for proper completion of the required work. | 8.57 | M.T. | 75,000 ₹6,43,125 | 80,000 ₹6,86,000 | 72,000 ₹6,17,400 | 63,211.64 ₹5,42,039.77 | 99,000 ₹8,48,925 | 74,610 ₹6,39,780.75 | 80,000 ₹6,86,000 | 70,880 ₹6,07,796 | 62,155.21 ₹5,32,980.94 Lowest |
| 10.00 | S/F 110 mm dia P.V.C. Pipe Spout including cost of all labour and T&P etc. Complete as directed by Engineer-in -charge. | 11 | R.M. | 100 ₹1,100 Lowest | 100 ₹1,100 Lowest | 250 ₹2,750 | 237.3 ₹2,610.3 | 450 ₹4,950 | 279 ₹3,069 | 200 ₹2,200 | 266 ₹2,926 | 233.24 ₹2,565.64 |
Tender Value
₹27.0 L
EMD Value
₹54,020
Closing Date
25 Aug 2026, 11:00 amClosed
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER ANOOPSHAHAR BRANCH DIVISION GANGA CANAL MEERUT
TN-05/EE/2026-27 Reconstruction work of the damaged bridge located at Km 33.400 of Upper Parikshitgarh Rajbaha.Lot No-03
2026_UPIDC_1176988_3
TN-05/EE/2026-27
Open Tender
Civil Works
Piece-work
90 days
As Per NIT
As per NIT and TD
3 documents required · 3 mandatory
₹944
₹54,020
25 Sept 2026
14 Aug 2026
25 Aug 2026
14 Aug 2026
25 Aug 2026
14 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling brick work or stone work and cement concrete in cement mortar and including stacking of material as per direction of Engineer-in-charge | - | M3 | - | - |
| 2 | Earth work in foundation in dry ordinary soil i/c all lift & lead and i/c back filling ,watering & ramming of exavated earth in to tranch or in to the space between the structure & the side of foundation tranches or in to the plinth with removal & disposal or surplus earth as dircted by Engg.-in-Charge. | 0.8 | M3 | - | - |
| 3 | Providing and laying C.C. (A-20 M15) (1:2:4) including all cost of materials, labour and T&P etc complete. | 1 | M3 | - | - |
| 4 | Providing and laying C.C. (A-20 M20) (1:1.5:3) including all cost of materials, labour and T&P etc complete. | - | M3 | - | - |
| 5 | Providing and laying R.C.C. (A-20 M25) (1:1:2) including all cost of materials, labour and T&P etc complete. | 0.8 | M3 | - | - |
| 6 | Providing and laying C.C. (A-20 M25) (1:1:2) including all cost of materials, labour and T&P etc complete. | 1 | M3 | - | - |
| 7 | Shuttering for R.C.C. work - For Bridge Slabs up to 3M span. | 1 | M2 | - | - |
| 8 | Shuttering for R.C.C. work - T-beam bridge, syphon,aqueduct & box culvert above 3M span | 0.2 | M2 | - | - |
| 9 | Supplying and laying TMT Steel bar (Of SAIL/TATA TISCON MAKE.) reinforcement (Fe-550D) including removal of rust, cutting, bending, binding, placement with proper overlapping, providing chairs etc. required.The item includes cost of all material, labour charges, providing & binding with 24 BWG binding wire, T&P, taxes etc. required for proper completion of the required work. | 1 | M.T. | - | - |
| 10 | S/F 110 mm dia P.V.C. Pipe Spout including cost of all labour and T&P etc. Complete as directed by Engineer-in -charge. | - | R.M. | - | - |
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